HomeMy WebLinkAbout25-99 Golden Corral Restaurant - Shawnee - Backfile4_1 ri L) L)
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CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor. shall exercise care in this work so as to avoid domage to any utilities. Any damage shall be. the
contractor's respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-25,7-777_7.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. �IY
4. Any unusual subsurface conditions. encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of .this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering, structures and start of construction. ,
All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL -
'r �
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Deportment.
2. Temporary and ppermanent erosion control structures and methods to be in accordance with the Virginia sr
Erosion Control Guidelines and local ordinances and to be utilized during the construction period. l
3. All erosion .control structures shown or as required during construction shall be continuously maintained 4
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed ` 'z
at the earliest possible date after establishing grade. ' No area is to remain denuded for more than 7 calendar days
when construction is not in progress. SHEI,T INDEX
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected d
5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a r 1 COVER SHEET
good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
a
FIRE & RESCUE 2 SITE DEVELOPMENT, PLAN
1. Burning of land clearing debris requires a permit from the Fire Marshal, Burning of construction debris on site qr eEIa 3 SITE UTILITY PLAN
is prohibited. pe
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs Q• q Q ¢ SITE LANDSCAPING PLAN
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire „'
hydrants. Fire Hlydronts are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY *MWA 5 GRADING & EROSION CONTROL PLAN
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall 6 SECTIONS AND PROFILES
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate y
with this agency and arrange for inspection byy the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority nr 7 MISCELLANEOUS DETAILS
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a waterti ht plug,. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug teen eigh�18) inches above the ground. The top six (6)
I
nches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed
buildings os shown on the Architectural drawings. ' OW Developer: GOLDEN CORRAL
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 515 GLENWOOD AVENUE
1) the frame and cover be properly oligned'with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) �� RALEIGH, NORTH CAROLINA 27612
all components of the meter box assembly to be in proper working order. It is the contractors responsibility to have
the meter box installed correctly. 50 (9 1 9) 781-9310
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the Authority s assistant
engineer.
6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and PROPOSED
make the tap. The contractor must make application for and pay the cos of this work. SITE OWNER: CHARLES E. & NORA L. GARBER TRUST
7. Frederick County Sanitation Authority approval of this site plan expires two2) years from date of approval. 2.
VIRGINIA DEPARTMENT OF TRANSPORTATION 4 170 FRONT ROYAL PIKEWINCHESTER, VIRGINIA 22602
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) WINC STEER, I
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. Vicinity Map N
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance p
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section Scale 1 = 2000 OWNERS. CERTIFICATE r
104.04-c. I hereby certifythat the property contained in
4• Design dfeat res relating to necessary bycVDOT.ction or to regulation, control and safetyof traffic may be subject to change Y , p P Y ✓ r
• this Subdivlson is with free consent and In accordance �;Rph(ALDr A. ISL, .,�. z
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT ]and use permits. for with the desires of the undersigned owners, proprietors o N0. M020b74 OWSKY
any work on VDOT right-of-wa .
Or trUSteeS
6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the 0
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT MAY
( /�
prior to initiation of work. MA 1999 'op
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined OFF NGv�
length of time. VDOT will also require 48 hours notice for any inspection. Date S'sipiva
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
way through construction and maintenance of a construction entrance in accordance with the Virginia Erosio &
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project s all beSfTf_,I'
maintained through construction. F APPROVLb '
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and, at the end of
construction.
ATEtJ
w 10. All water and sewer lines within existing or proposed VOOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities. i1hert
• Q < c}11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to w • e l l f ford-
& a S S o c l a't e inc- S'�e luv� t �S"
the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined gil
' R E °`'
by the engineer qnd approved by V.D.O•T. Approved by Frederick- County Zoning Administrator
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement k AUt; 2 4 1999
of fill.
13. All roadwayfill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" ,r
lifts to 95of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of f- glZ DEPT, OF PLANNIN51DEVELOPMEN`C
p C .
optimum moisture for the full width of an dedicated street n ht-of-wa At the direction of VDOT Inspector Engineers Land Planners Surveyors
density tests performed by a qualified independent agency sha� be conducted as required in the VDOT 'Road and
Bridge Specifications. A copy . of all tests shall be submitted to VDOT prior to final VDOT approval. Site Plan Approval Valid for 5 Years From Date Shown ence Dote
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and; farther where 150-C Olde Greenwich Dr. 200 North Cameron St. _
determined necessary by VDOT Inspector.
15. The installation of any entrances and mailboxes within any, dedicated street right-of-way shall meet VDOT Fredericksburg Virginia 224M Winchester Virginia 22601
designdeveloper's' '
16. If minimum re u ed b the t local VDOT ResidencOffice, copies oallinvoices for materials within an dedicated street PHONE'. (703) 898-2115 PHONE: (540) 667-2139
right-of-waymustbe provided to theVDOTInspetor prior to acceptance of work. Unit and total. paces may be
Project Number
obscured. FAX (703) 898-2115 FAX (5i40) 665-0493
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Sheet Number of
1;8. CG-12 Curb ramps (Persons with mobility impairments) should be constructed -at locations as shown on the
plan sheets or as directed by the VDOT Engineer/Inspector. REVISED 6 _ 8 - 9 9 'PER OWNER
6Q}
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EX. TRAFFIC I
SIGNAL LIGHT O ~ O J
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CHD= 63.22'
.� � BRG=N88'13'16'E
LiHANDICAP RAMP
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a TRAFFIC LIGHT �N
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R=1.379, 40'
L=51.99'
CHD=51.99'
BRG=N47°55 42'E
HANDICAP RAMP
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5.36'
5, 76' G '
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SITE DEVELOPMENT SUMMARY
PROPOSED USE - - RESTAURANT
— — — — — — — — — — — — — — — — SITE ADDRESS 120 COSTELLO DRIVE
THE PRICE COMPANY TM ID 64-8-3
D8 829 N P 487 EXISTING LOT AREA 2.0088 AC.
ZONED: B2 ZONING B-2
L 0 T 1 USE: RETAIL SALES (+ CURRENT USE ....... VACANT
TM 64 (8) PCL.
SETBACKS:
N 5 2 03 3' 5 8 FRONT RTE. 522 REQU0' 99.57 IDT. +
FRONT (COSTELLO DR.) 35' 132.5 FT.+
' SIDE 0'
REAR 0'
PARKING SETBACK 5' 5'
5 TEL L O PKII/E r 80 MAX. BUILDING HGHT. PERMITTED 35 FT.
12 + � goad)
MAXIMUM BLDG. HGHT. PROVIDED 21 FT.
�rIVale FLOOR AREA 9,952 SF
35 M.P.H. POSTED SPEED 14+ 00 FAR .113
-- — — — —--------- —\ — — \ -- —�— — - — { — — +- — — }---- PARKING
EX. EDGE OF PAVEMENT L_ RESTAURANT USE (1 PER 100 S.F.) 100 (REQUIRED PER ORDINANCE)
_' HANDICAP SPACES REQUIRED 5
510HT DISTANCE 51GHT 015TANCE HANDICAP SPACES PROVIDED 5
22 350' TOTAL SPACES PROVIDED 150
LOADING SPACES REQUIRED 0 (1 PER 10,000 SF FLOOR AREA
! PROPOSED 5' SIDEWALK
C J LOADING SPACES PROVIDED 1
SIDEWALK `�J MATCH EXISTING �,`� 0 LANDSCAPED AREA REQUIRED (251%) 0.46 AC.
!
5 EWALK 33 --— - ( ) 0.48 AC.
`
! _ _ � � ��" EC, -1 1 _ _ _ 284.9�' _ _ IRS LANDSCAPED AREA PROVIDED 25.5% .� _... EX 10' SHENAN00AH AS COMPANY EASEMENT 08 929-PC 1610)
DISTURBED AREA 2.0 AC.
5 PARKING SETBACK NO STEEP SLOPES,
EX. TRAFFIC LIGHT — WOODLANDS FLOOD PLAINS WETLANDS SINKHOLES
SWITCH BOX OR OTHER ENVIRONMENTAL FEATURES EXISTING ON THIS SITE.
4 S PROPOSED 30 FT. WATER NO OUTDOOR STORAGE PROPOSED
13 Sp Ce ( AND SEWER EASEMENT
3 9.50' 11 space
P — 35=B /LOING SETBAC u E - — — 9.50' R — — - — — — — ALL UTILITIES SHALL BE PLACED UNDERGROUND
-� -- SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT.
PROPOSED P EST
SIGN - - —. ' — - — — — — FROM PROPERTY LINES. MAXIMUM SIGN HEIGHT = 35 FT. MAXIMUM
. ...............
MAX HEIGHT= 5 Ff. 12,00' 34;0` ....................-
1S.F.
SIGN AREA 50 S.
1 FT -
MAX.AREA 50 ........ ....... ... ..... .......... ............................ .................
:.................'.'.
PROVIDE EG ..1.2. .g ..... ... . .
................. ... CROSS -
EASEMENT WILL MP WITH TH RESERVED R FUTURE NT SIGNS INSTALLED ON PROPERTY LL COMPLY E
N fl
VED 0 U URE CROSS EASEME ALL S G S S LLED 0 E
10.00:':':':':':':':':'::':''':':':':':':'::':'::':':':':':':'.'.'.'.'.'.' '..'.'...'.'.'...'.'..'...'.'. ::'.'.':'.'. '.:'.'.'::'..''.:':':':.'.':':':::':':..:.......:.....:.....:....:..... '.:...,...............'.'..'.'.'.'.'.' '.'...'.'.'.'... .
-BENCHMARK )�----{ ! ............................... \. ...........`"... ACCESS IMPROVEMENTS BY OTHERS AT REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE.
................. '....... ............... .
105.44'
BRA
\ ` \ OOF Pi OJfC`ON r '' :5 U UUM :. WALK ILL;
46" PIPE BOL I-
/ \ I 616.W J END CURB g 6 W o
EL L I TELde� LEr�r54 �--- cL --G — +4---AS G� --- ----
-- c- -- -- N 52;3358' W 375.99' -_ -- -� -- --7[7 -- - _- -- --
cz�g Q o 5' PARKING SETBACK g
10 m r
z
Y
WINCHES TER MEDICAL CENTER, INC.
DB 807 — P 231
ZONED: B2
USE.- OFFICES
TM 64 (A) PCL. 4J
-1. 1- v
TIME OF DEVELOPMENT OF LOT 4.
I
I
I 2 FT. FCSA WATER EASEMENT
m
aRWAVIO90W E
20 70 0 20 40
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( /N FEET
1 inch = 20 ft.
Ql
0
N
N
F.)
5' PARKING SETBACK
L 0 T 4
CARBER ES TA TE
PATRICIA G & ALMA G BIGCS
DB 829 — P 482
ZONED: B2
USE VACANT
TM 64 (8) PCL. 3 (REMAINDER)
LEGEND
PROPOSED CURB & GUTTER
PROPOSED CURB & REVERSE GUTTER
PROPOSED STANDARD PAVED AREA (8" 21B/2' SM 2A)
PROPOSED HEAVY DUTY PAVED AREA (8' 218/3' BM-2/1 1/2' SM-2A)
PROPOSED CONCRETE AREA (5' CONCRETE)
PAVEMENT TO BE REMOVED
PROPOSED GRASS AREA
PROPOSED EASEMENT AREA
PROPOSED CURB
EXISTING CURB
ZONING BOUNDARY
ITE TRIP GENERATION 61h ED. ESTIMATES
THAT THIS SITE AT FULL DEVELOPMENT
WOULD GENERATE 1297 TPD.
FIRE LANES TO BE MARKED
PRE FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS.
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTION 303.0 USE GROUP A-3 ASSEMBLY OF THE BOCA NATIONAL BUILDING CODE 1996.
OTHER CODES THAT APPLY ARE CA80/ANSI A117.1 1992. AN A/E SEAL IS REQUIRED ON
BUILDING PLANS FOR USE GROUP A-3.
PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT,
THE COSTELLO DRIVE SUBDIVISION STORM SEWER SYSTEM,
DETENTION POND AND VDOT STREET SIGNAGE SHALL
BE INSTALLED.
CONC.
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SCALE:
1 "=20'
DRAWN BY:
RAM
PROJECT NO.
_
DATE: 5%_'4/99
SHEET 2 oF 7I
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CURB INLET-
TOP=726.39
INV.=720.58
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CURB INLET TOP=723.20
INV. OUT=716 80
J11 I
ll I r� S fELLO 091VE - 00' �
1 ll + 00 L -+-- _ 1 �,
Private goad
= 724.98
RI
f I V=718.12 35 M.P.H. POSTED SPEED
EX. EDGE OF PA l/EMENT EX. STR 5( DIAL)l
1
r -PRC P. STR. 1 RIM = 721.55 EXIST. SAN. MH 5D
INV. IN = 717.10 C6
I I PROP. STR. 5 TYPE: DI-3C INV. OUT = 7.10 C5 RIM = 722.75
TYPE: DI-38 PROP. STR. 4
r' I INV OUT = 709 43
,f r
II 5' SIDEWALK
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POWER POLE
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HANDICAP RAMP
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GRATE INLET
TOP=728.11
INV.=725.29
Cl-
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�''� Ar (WATER VALVE
BOX
J LIGHT FIXTURE (TYP.)
SEE DETAIL SHEET 7 OF 7 i
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I
1-FIRE HYDRANT ASS'Y.
FIRE DEPT.
1- 6' GATE
TYPE: DI-3B
LOT 3
2.008 ACRES
C 5 6" INV. IN= 709.65
CURB NV. OUTT-E711.05 1�.25 5 2 3 2.
1- 8" TEE
2- 8" G.V. AND BOX
1- JT, 8" PIPE
1- 8" PLUG
TAP BY FCSA
EX. STR 6; ES-1
J\ INV = 717.50 - - - -
- 1
1s3wN 9 OJwp
WALK'
--e1_1 ^,�, ryry��II[[��11CC
"Sy---------lL a1LL----J
T T T
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PROP. STR. 6
4:
TYPE: DI-36
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GC-11M.4.2 -
LEFT HAND
:.
.
BUILDING AREA
SEATING = 348
= 9,952 S.F.
LLJ.
-
F.F. ELEV. 725.00
_
4" FIRE SERVICE GREASE TRAP DUMPSTER D
-; P
PLACE DOUBLE CHECK
DETECTOR N BUILDING
SIZE AS PER HEALTH
DEPT. REQUIREMENTS
HOOK-UP
_
4" SFWFR
EX. 8" SAN. SEWER
8" PVC SDR 21
� EX. 8" SDR 21 WATER LINE WATER AND SEWER BY OTHERS
EX. BLOW OFF HYDRANT
AND 8" PLUG
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1-FIRE HYDRANT ASSEMBLY
j 1-8'x6" REDUCER
i
✓ T L I TELc1t*+ - - -H TfY - GAS - oo+4
EX. 6" WA ER LINEY
2" METER SETTING WITH 1 1/2" WATER SERVICE FOR
1 1 /2' METER IRRIGATION SYSTEM HOOK-UP PROP STR 3
CLEANOUT (TYPICAL). REQUIRED TYPE: DI-1
AT 50' MAXIMUM INTERVALS 6" SAN. SEWER
4 CW IF
IN FEET
1 inch = 20 ft.
TYPE: DI-3C
LEGEND
UTILITY PEDESTALS
EXISTING STORM DRAINAGE & STRUCTURE
❑
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN
--4 wo -.
EXISTING WATER MAIN
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE & BOX
w o--
PROPOSED CURB & GUTTER
EXISTING SAN. SEWER, AND MANHOLE
PROPOSED SAN. SEWER AND MANHOLE
-4S.5.0- -- -- 45..S.+-
PROPOSED UNDERGROUND ELECTRIC SERVICE
ELEC I
PROPOSED UNDERGROUND TELEPHONE SERVICE
TEL1-
PROPOSED GAS SERVICE
GAS
ALL DOWNSPOUTS TO CHANNEL
TO ENCLOSED STORM SEWER
SYSTEM.
CULVERT
FROM
TO
LENGTH
SLOPE
HEIGHT, B
WIDTH, W
POINT
POINT
INV. IN
INV. OUT
(FT)
(FT/FT)
(IN)
(IN)
NOTES
1
STR 1
EX. DI
715.00
714.20
21
0.038
15
15
RCP
2
STR 2
STR 1
716.00
715.00
141
0.007
15
15
RCP
3
STR 3
STR, 2
720.00
716.20
134
0.028
15
15
CMP
4
STR 4
STR 1
718.40
715.00
43
0.079
15
15
CMP
5
STR 5
STR 4
719.20
718.60
43
0.014
15
15
CMP
6
STR 6
STR 5
720.75
719.40
144
0.009
15
15
CMP
Yorm Inlet Jummory, and Sump Inlet Uepth and spread Calculation
Str. No.
From
Inv. In
Inv. Out
Inv. In. Top EIv.
Type
Throat(ft)
1
X
715.00
715.00
715.00 721.85
DI-3C
8
2
D
716.20
716.00
--- 720.20
DI-3C
6
3
E
---
720.00
--- 722.50
DI-1
---
4
A
718.60
718.40
--- 722.75
DI-3B
6
5
B
719.40
719.20
--- 723.45
DI-3C
6
- 6
C
---
720.75
--- 724.75
DI-3C
6
2- 6"-45' BENDS
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SCALE: 1 '=20'
DRAWN BY: RAM
PROJECT NO.
DATE: 5/24/99
SHEET 3 of 7
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35 M.P.H. POSTED SPEED
1
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coo,, -')eeeev, ce W, e
FIRE LANE
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GC-11M.4.2 - LEFT HAND —
' BUILDING AREA = 9,952 S.F. I _LLJeSS--
/ SEATING = 348 ~ cn
F.F. ELEV. 725.00
I
I
5` -0": CONC. WALK
6•W VW 6•W
-- r L I-- I TEL GAS TEL !— GAS S — Gay
3,. -- — 5" --— b„ 4" —�—
04%
6"
I�
I
' N 52033
Sl, .
\ 3 I ✓ J _
(
6
Gig AVIC SC.4ZAF
IN FEET
1 inch = 20 ft.
Prune codominate leaders
Prune rubbing or
cross branches
DO NOT stake or wrap
trunk unless necessary
Remove all tops and labels
Cut away all baling ropes
Remove top of wire basket
PARKING LANDSCAPING
PARKING LOT
PERIMETER
1250'
PERIMETER TREES REQUIRED
31
INTERIOR TREES REQUIRED
15
TOTAL TREES
REQUIRED
46
TOTAL TREES
PROVIDED
50
PARKING LOT
LANDSCAPING REQ'D.
5%
PARKING LOT
LANDSCAPING PROVIDED
6.5%
Widen and score hole wall
Remove container and cut circling Leave solid sod pedestal — do
roots if container —grown, or as much not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2_3 times root ball width
TREE PLANTER DETAIL
no scale
SEEDING NOTES
NOT prune terminal
leader or branch tips
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2`-3" mulch kept away from trunk.
Soil well to contain water
—UNAMENDED backfill soil
—Partially backfill, water to
settle soil, finish backfilling
—Area for water drainage
I I Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil
I I and be seeded as follows:
I 200 Ibs Tall Fescue per ac.
12 lb. Annual Rye per ac.
1000 Ibs. 10-20-20 Fertilizer per ac.
2 tons agricultural limestone per ac
2 tons straw mulch per ac.
Permanent seeding will occur as the final phase of construction
I
Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not
yet at final grade shall be as follows:
60 Ibs German Millet per ac. (May through September)
60 lb. Annual Rye per ac. (October through April)
450 tons 10-20-20 Fertilizer per oc.
2 tons agricultural limestone per oc
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
PLANTING SCHEDULE
BOTANICAL
COMMON NAME
MINIMUM SIZE (AT TIME OF PLANTING)
MAXIMUM SPACING
QUANTITY
0
QUERCUS PALUSTRIS
PIN OAK
2" CAL. @ 6" ABOVE GROUND
AS SHOWN
27
0
CRATAEGUS PHAENOPYRUM
HAWTHORNE
2" CAL. ® 6" ABOVE GROUND
AS SHOWN
23
f$
ILEX CRENATA
JAPANESE HOLLY
36" HIGH
3.5' TO 4' ON CENTER
71
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DRAWN BY RAM
PROJECT NO. —
DATE: 5110199
SHEET 4 OF 7
IL
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TOP=728.11
INV.=725.29
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- _
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-`
- . iNv =716 80 _ -- iINV OUTi711 55
_ ti. _
-
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1 - --
II} - EX. GE OF PA IiEMENT --------- --- J — — - ---- ----- - — _ -- -- -- --
11 � l �, _ _ .,`�-- - • � -- _ - - _ - - - �. -_ ---• ` _ _ -
TEMPORARY SEDIMENT TRAP
INV. = 719.50 --
uuY+.
EX. 6" WATER LINE
--- .—.. - - — .........r
GRAPH/CSC.4LE
20 10 0 20 — 40
/N FEET J
1 inch = 20 ft.
INV. = 722.19
LEGEND
PROPOSED CURB & REVERSE GUTTER
EXISTING STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE: & STRUCTURE-"g-�R�
PROPOSED CURB & GUTTEF'
---!
DRAINAGE FLOW
-------_—�.
EXISTING GRADE
PROPOSED GRADE�,���
PROPOSED FASEMENT AREA
—_-- - -- —
PROPOSED SILT FENCE
SF --
ENTRANCE
EP."CONSTRUCTION
RIP RAP CFVINNEL LININ(,
SILT FENCE INLET PROTECTION
--'�--
ORIGINAL GROUND
HDGW VS_ MRDTM REOl1riE]/EDLTS
ELEVATION
CROSS SEcnON Of QL
- 4
DIVERSION
DIKE
COARSE
AGGREGATE j C ILTER
LOTH
EXCAVATED
AREA
COARSE AGGREGATE SHALL BE VDOT f3, #357, OR ;5 \'
lEWORM7Y SEDIMENT TRAP;
VM 3.13-2
NOT TO SCALE
SED, TRAP A
OUTLET WEIR LENGTH, A
20.0
BERM WIDTH, W
2,0
_TOP
RIP RAP TOP WIDTH, B
_ 1.0 _
— —
HEIGHT TO OUTLET BOTTOM, Ho
_ 1.0 _
HEIGHT OF BERM, H
2,0
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SCALE:
DRAWN 6Y —RAM
PROJECT NO.
DATE: ___ 5/24 99 _ --
SHEET 5 of i
co
u u-u
C4- 15" RCP
U.S. RTE.
.
SECTION A
0+00 1+00 2+00 3+00 4+00
.d-
0
I
TAM LATERAL PROM
GRAPHIC SCALD'
30' 15' 0' 30' 60
l INCH = 30 ft. HOR/Z
1 INCH = 3 ft. VfRT/CAL
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SCALE:
DRAWN BY:
PROJECT NO.
DATE! 5-26-99
SHEET 6 of 7
cost in place access door
centered in top
(see note 1)
varies
2' max
at property line
(see note 2)
roadway box........
2" type K copper
I
tubing (no joints
`-
from main to
curb stop)
saddle with
corporation
stop
water
main
ball valve curb stop
with FIP ends, with
2" gate valve
operating nut
Ford FC HH 77 HC-156
2" custom setter
(meter by FCSA)
standard
flat top for
4' diameter
manhole
finished
grade
-3' riser section
for 4' diameter
manhole
with cutouts
"L-solid support blocks
under custom setter
6" stone bedding
NOTES:'
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. SIR3030
b) in traffic area - model no. H1R2424
J 2, Water service crossing street shall be encased
in 6" dia, SCH40 PVC or SDR21 piping. The
CUTOUT DETAIL piping shall run from one foot beyond sidewalk•
typical across the street, to one foot beyond sidewalk.
1 1/2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
ANCHOR POSTS SHOULD BE
MINIMUM 2* STEEL 'U' CHANNEL
OR 2*x2' TIMBER, 6' IN LENGTH
MAXIMUM 8 FEET
HIGHLY WMI
FLAGGING
,a 2*x4" LUMBER
FOR CROSS BRACING
MAZE ,)RANGE
PLASTIC, MESH
USE 8' YOREn�
(
ANCHOR POSTS MUST BE V TO SECURE
INST40 TO A DEPTH OF FENCE BOTTOM
NO LESS THAN 1/POST3 OF THE
TOTAL HEW OF
NOTES:
ROOT LINAGE SHOULD BE AVOIDED.
2 DEW[ SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION
DEVICE SHALL BE PLACED AT THE DRIP LINE OF THE
THE EXISTING TREES PRIOR TO ANY LAND DISTURBANCE..
4 PROTECTION SHALL BE IN PLACE.
BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
//.---- x� �..� ///�-������vv��"�, //j�j '• III
'Furs,
II Nil -
-
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH.
PLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DfWNAGEWAY INSTALLATION
(FRONT ELEVATION)
SO= M&PW fmmi hlLtiau 01 stmy ald hkkJ1ffJbMtiW for Sediment Q"VA DISIC PLIM 3.05-2
Serwood mW VY99
concrete pad 1'-6" sq. x 6" deep
screw type
adjustable valve
box
locator peg
thrust 18' to 24'
.1 block
In/71151 DIOCK
36" min,
valve megoluggod
to main
megolug
8'x 8. 16' solid bloci,
(for valves 12' and larger)
GATE VALVE
Figure 8
18 FT,
r
4'. 4'WW IM
93N0 "64 It"Ac
,ILK FOR
M 801.1's
6`9 11
4. =am SLOB W/ 66 4'. M PAL IF A A
OF 1014 (SFA 0WIRIM
it OFF,
can 1
EVANSION,M17 AT
I" PW F001M
(TYPICA OF 4)
. L
- - - -
SECTION (2) 4' CDkVIM A 16'
0 rum Fast
18 FT
PLAN VIEW
16'
__IFFFNE ON
cws
'�'fap SEW CONNwMr
EC11OKS
0
. . .
ITIMA Fr -
TO LOCK WES N 01,91
3' ALAK
$1M TWONG 2) 24' LOW -3/ir M
BMW.
ALL JDMS
NT Wqq+ I
? 'Wito S40 BpYm
I LOW, WN
OETKN 9000S
3.
FRONT ELEVATION
STANDARD TRASH KNCIDSM DETAIL
�A
aerlaD
STONE CONSTRUCTION ENTRANCE
70' MIN.
EXISTING
A 3'
PAVEMENT
FILTER
CLOTH 6" MIN. A
MOUNTABLE BERM
(OPTIONAL)
SIDE ELEVATION
ExI'_TING GROUND
70' MIN
7
WASHRACk(REQUIRED)
10' MIN.
12' MIN
* 10' MIN
EXISTING
Rt
PAVEMENT
�OT
ID
POSITIVE DRAINAGE
10' MIN.
COURSE AGGREGATE
TO SEDIMENT
B
TRAPPING DEVICE
L MUST EXTEND FULL MOTH
OF INGRESS AND EGRESS
PLAN VIEW
OPERATION
12' MIN.
3" MIN
3" MIN,
FILTER CLOTH ----- -----
SECTION A -A
6'-7"
REINFORCED CONCRETE
DRAIN SPACE
SECTION B-B
SOURCE: ADAPTED from 1983 Ma and Standards for SoO erosion and Sediment Control, and Va. DSWf Plate 3.02-1
6" dia, schedule 40
steel pipe filled with-,-,
concrete and pointed
i
yellow
2
•
0
18 dia.
1'-6'
concrete
encasement 16
BOLLARD DETAIL
direction of setting to be approved prior to installation
------
sq. X 6 deep
locator peg
?chanical joint
ivel tee with
branch
FIRE HYDRANT ASSEMBLY
Figure 9
SDR 35 Vill SDR 35 spigot by
SDR 2f gosk.W
Z15i"bWod bed adapter
2
locator peg
21 111111111el;d pipe -
30R 35 8,4'
goketed boll ryeSCH 4a
low
GRAVITY SEWER SERVICE LATERAL
Figure 15
ICI ��01- IZ-lC1. b. r1.d Y,11
JW,
�$xk-.O
-7 J L!
r a Z_
•
A Typo 0
e-", �"•i.iy�� i-F+.(--.--{-1--L-7.. 1.-i•-� l-F-.•- I � .... VI Si _010W WTA-Ls
, T
A
P�Ah
W. I, T W i., A..
_b a tM sna 9"t.,
r-A SECTION 9-B
a" IF
*,w 6".
a ores tr 10V. A n, u ft.1 A.
FRONT ELEVATION Trw� b 0", 4
a Cc-&
A
I", N Nth 11
W to t%,FF_jqx,
ae•i. AT.
. S- D-ND..va
F* &newrr " 4u•r .0
SECTM A -A
- --- ---
T- -----
r_
V,_ L I !L
F'
J
U
TM
IF. Them m aanr ANACIENT TO cufla
d, T11OUT GuTTEP
sheet of 2
STANDARD CURB DROP INLET SPEC IF ICA1 101%
12"-60" PIPE MAXIMUM OEPTH �H;
iIRGINIACPARTME
09-1 TRANSRNr
TA71ON
R
T_
city of Winchester
Standard Utility Detail
Department of Public Utilities
1) All fire hydrants shaft be traffic models,
2) Restrains can either be all thread rods (stainiess
steel) or Meg-a-ILg flanges.
valve
3) Lead shall be restrained to the main line,
4) 4 1/2'stpinner noule facing roadway,
2'
3 WAY
FIRE HYDRANT -
AND :0VER
GROUNC r_Ar,.ILZTA&.f vALyE LXX
I "rmw F;RE FIYZRAIY_l
I
24" SC. - 7 *:C?(
C-CiNCRE-E ;E
z;ulPED
IN LNIPAIVE, APEAS
0.5 cu Ya 05, STONE DIP
tA
D.I.P.
6' GATE iALY E
CONC _HRIST 8LCFCX
(2 CU F7 MIN
THYCrtAATff "
Fire Hydrant Installation
cas
t iron clewout cop with brass plug
'
havnq a countersunk square head
Ponella Model PA4SV-CSK (4")
Ponello Model PA6SV-CSK (6")
finishedode
Lsquare concrete skid pad
20 x 20"x 12" (jeep
aggregate base
( depth 3"
cleanout pipe
SDR I
sanitary
sewer main
ye
45' Gan
72.0M. 12a
6" stone bedding
NOTE ength of service laterat to exceeds 75'
I
I
a cleanou b
assembly shae furnished at the
property line.
SEWER CLEANOUT
Figure 17
LIGHT FIXTURE SUPER METAL HALIDE FIXTURE, 1000 WATT WITH SIDE THROW
OPTICS MOUNTED ON
25' S%ARE STEEL POLE.
RATED 90 MPH
16 STEEL REINFORCEMENT BW,
ALL nXTURES TO BE SHIELDED
13 SIM KINFORCOMEKIT
is 0 1'-0' D.C.
TO PREVENT LIGHT SPIL1,11IGE
OF SITE
LIGHT POLE TO BE GALVANIZED 'STEEL
WITH TAPERED TWULAR SEAMLESS SW
POLE HEIGHT = 18 FT.
LIGHT POLE
I* TOOLED EDGES
------LIGHT
HAND RUB FW ON
POLE WE
WITH COVER PLATE
SURFACE OF CONCRETE
AND FILL IN 1A)IDS.
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
1T
WNSHRINK IN
SURFACES. PAINT
BEARING GROUT
qLJOW ABDik 91ADE.
ANCHOR BOLTS FURNISHED
Tfl
WITH LIGHT POLE, BOLT ;iz(
FACE OF
PROJECTION AND Ball
CURBGRADE
44
4
CIRCLPER MANUFACTURER'S
WE
RECOMENICATION.
1'-6- 0 CONCRETE BASE
#3 STEEL REINFORCEMENT
TIES 0 I'_O' O.C.
WETAILLK CONDUIT AT 2'
16 STEEL REINFORCEMENT
BELOW GRADE TO PANEL.
I
BARS,
NOTE:
ALL UNDFRGM.ND WIRING
TO BE IN MCALLJC CONDUIT
ME) ELBOW
NOT TO SCALE
U12ff POLE FOUNDATION DETAL
II It
k,
SECT -ON A -A
METHOD OF TREATMENT IN DROP INLETS
0" e>
NOTES
0
A
11. W. sJ
_,F
PLAN
METHOD OF TREATMENT IN MANHOLES
C__ - -_ - _ - - -_ - _ - - - - � - - - I— ---
IF
""�F`A R9_rr N;T' STANDARD METHOD OF SHAPING MANHOLE 8 INLET INVERTS
i]z - -
3
ORGWA DILPARTIALN7
av
rRA%5PORIATiON
WX SI, W 0OP-11 I.-
:Radvs 40 114 at A
shorn a pions) �` roadway
0,
C,
A
Cup A.3 IX.[.S. - - - - - - -
li� poexatriv, Iw`-
.p t A _J 1< 7
ttSECTION C-C
PLAN VIEW
IW
G n
- - - - - - -
- when St'd cc il Is u9*4 I- "t-c- tAl t
a Y BOO.--
I% cwj�mlioj ikP� '/00T p,I,jqct*.V4*a**
-P C--" --- -_ _Q
W. t
XX WQ.fiI, Po_t,:1141Fib4.t "t-ItId
Mk, 'o, StItV Cti�� :
I* "I 0/14 -
1. .6- *W�,
•V
20 1. CrwW"qdErtW.
payment aN,h lon b. kl,d i,
W. -t--,
SECTION A A
A Roddcub w crab
-
.,d 9.fl. 0a4-i b. I,.d
Guidelines for Grade Choncle 0
CC CC 7, the curb FWS on INIF
St.rj.d il to bw
E�4_
+r (-*,$ Fromm T1500 '.'Po) 3 3 X
Sit. Si-d.,d CG-t2 la C.4 A-p d.69r
to 6, -d .0 IN. Strxkw,;.
W,41vT 1500ISM V097 S 3 W 0 /
*", 4h. _V. rJdd
L (*S$ t",In 50C VIRTI) 4
The tw�kl 0""r
1, * t I,
2 dt,aw M-4d IF, 9..sr, 1�
rlco of IIV;Ment ploposcd
Oi x
ropti-04-1i may t,. fa .0'ar,",
In ce J
10-6- may -.9- Fxq .1 .
pixt4, of gtW to F-co'" pqndwq or gl.,
METHOD OF TREATMENT-
RrttENGC
REE"r
CONNECTICIN FOR STREET
INTERSECTIONS
sot I
AND COMMERCIAL ENTRANCES
VWGINIA 0EPAJF1,tN1 or TRANSPCIRTA,1" F?_ 0 3-0 8
49EFI4:L Y CCWPA,-r&9
rLEC7 84CA-nU
STONE
SrAXOARD AXREWE
Nor TO SCALE
TRENCHING AND BEDDING DETAIL
4
The bottom of the ct#+ and
glitter may be constructed
This area may be concrete
parallel to the slope of s(*-
of the option of the contra tor.
sLe-Face courses provided a
minimcm depth of' 7' Is
This curb is to be used when
maintained.
delnspeed Is 40 NPH ot- less
on ur at *hways and 45 NPH or
less In developed urban L suburban
areas.
Note( Covib. curb 8 gutter having a radius
of 3110' or less (alorV face of curb) shall
be paid for as racial conbivt1cm curb
gutter.
This item may be precast or cost In place.
Concrete to be Class A3 If cost Ill place,
40M PSI If precast
SPECIFICA TI
REFERENCE COMBINATION 6CURB & GUTTER
105 VIRGINIA DEPARTMENT
51121 all
20103
TRANSPORTATION
DI -I 51w, 1e b4 wdd
o',w 91.4rNOTES
Fa IV.& qId ST-1
ow- (I) N,' 0. IV F., q ..I. .6plb as
* - . I
st-d.,J 0.-IA
TJ_ 17
co-, 2'
'h-.0
I• A9W ,_" .'
.48'. TFI, 'd P_-N .0. -1-1, 1'. "
T vi. A 1.0" 1 % M !111and I "
1 0 8.6 W
Mw r0-�Wft
TN. I.. *y pi
IN *N
Tk.
SECTION A�-A d-w
k, r-, I ft -,#a Pp.'s h.06 tFa,,
I,..PLAN 4 8'511WAh COW.RFTF OJANT.TIE5, F�OR M;N 0FPrH ft t �
RO-4al C. � 1. t.
C:: op
Nx. ?..12 P.V" '7�7 Poe 1440C 'dL C-mV!: vo, N V.P.1 Wo
9.1-2.0 1. .. P 526 C: yas xx--dn 10 ei- r, ft TNp 4�
P.,xF- V.P" "I I. rNt b,:
NwoFwn, wf1h Ito Ca Y", '"e"
01. A011 0 449 Cu "d. W 000111-01 foul 11 dWh
SFCTION STSEL J9111"T" CAS- F,-.14
-2-6, NOTE S
-7'
Ar T
CII Ftng "Any I 4wov. if mar D. saDar"u'aa �, R.'ll,
"I W -
cyl.
*0d FA!5ft P'. k-
3&v STEEL CAST
_. - I NGA� xVS f
• _L 4�
SECTION C-C
APPROXIMATE *EIGHT
SECTION DOW Palow FOR
Allis
, %3 141%
DETAILS OF COLLAR AND GRATE
SPECIFICATION
STANDARD DROP INLET REFERENCE
T
12'-24 PIPE MAXIMUM DEPTH(H)=10' ?33
RG,NIA DFPARTMFN- 302
10451 TRANSPORTATION
-4
C6 Or Owen
A IN, 7N
M01- 0, (W &,%FN 9
Or
AWIF
Uft cp-Ar. Aw 0" CG c.W I
sidiF-is laace
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SCALE: NIA
DRAWN BY- 14 D. S.
PROJECT NO.
DATE: 5-24-99
SHEET 7 oF 7
oil �/Jc�iy rill �/Jiii� f /i JiUii� .oso �JJJJ%
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_ rgirYrr r ru"riy i f�..riirur rrsiiira• ar in.• F `ry::v.., ;� �oi,/� S e '(iar his✓rrr.iir.,
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CONSTRUCTION NOTES
GENERAL
1. The contractor shall furnish all materials,• labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
aPpheable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction :stakeout. ' All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of 4nstruction.
All cutsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating ony,site work. This permit con be -obtained from the
Frederick County Public Works Deportment.
2. Temporary and permanent erosion control structures and methods to. be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to, have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress. .
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site. which are disturbed by' ,this construction shall be provided with 4" to,
fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality grass cover. Areas not graded shall be-> disced, leveled- and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction de(' ,a on site,
is prohibited.
2. Access for emergency vehicles must be maintalined at all times during construction. Temporary sttce signs
must be posted" as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY,
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all 'requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this ogency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the, Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a waterti ht plug. The ends -of the laterals shall be
marked with o • treated 2x4 post extending from the ,pplug eighteen (g18) inches above the ground. The top six (6)
inches of the post shall be painted green. Sewer loteral elevationsto be compatible with gravity service to proposed
buildings as shown on the Architectural drawings..
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require:,
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install` all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the �gthority s assistant
engineer.
6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and
make the top. The contractor must make application for and pay the cos of this work,.
7. Frederick County Sanitation Authority approval of this site plan expires two years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. All work on this project shall conform to the latest editions of the Vir inia Department of Transportation (VDOT)
Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other
state, federal or local regulations applicable. In tN event of conflict between any of these standards, specifications
or plans, the most stringent shall govern.
Y 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, oil traffic control; whether permanent or temporary, shall be in accordance
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be
certified -in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
4. as Design,
features
relating to construction or to regulation, control .and safety of traffic may be subject to change
d essay by DOT.
5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary 'VDOT land, use permits for
any work on VDOT right-of-wa .
6. If required by the local VDOT Residency Office, a preeonstruction conference must be arranged and held by the
engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7, Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
length of time. VDOT will also require 48 hours notice for any inspection.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-.
way_ through construction and maintenance �of a construction entrance in accordance with the Virginia Erosion &
Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall
maintbined through construction,
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction. '
10. All water and sewer lines within existing or proposed VDOT right-of-woy ore to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease 'in that vicinity until an adequate design can be determined
by the engineer and approved by V.D.O.T.
12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street ri lit -of -way. At the direction of VDOT Inspector
density tests performed by a qualified independent agency, sha� be, conducted as required in the VDOT Road and
Bridgg�e Specifications. A copy of oil tests shall be submitted to VDOT prior to final VDOT approval.
14, VDOT Standard CD and UD underdrains shall be installed ,where,,indicated on these plans and further 'where
determined
ybenVDOT
aQcessandt mailboxes
15. The ins within any, dedicated street right-of=way shall meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all Invoices for materials within any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement morkings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.
18. CG-12 Curb ramps (Persons with mobilityy impairments) should be constructed at locations as shown on the
plan sheets or as directed by the VDDT Engineer/Ins.pector.
WHUB
RECREA !
PARK
Vicinity Map
Scale 1 2000'
MAY 19 9
so
PROPOSED
SITE
SHEET INDEX
1
COVER SHEET
2
SITE DEVELOPMENT PLAN
3
SITE UTILITY PLAN^
4
SITE LANDSCAPING PLAN
5
GRADING & EROSION CONTROL PLAN
6
SECTIONS AND PROFILES
7
MISCELLANEOUS DETAILS
Developer: GOLDEN CORRAL
515 GLENWOOD AVENUE
RALEIGH, NORTH CAROLINA 27612
(919) 781-9310
OWNER: CHARLES E. & NORA L. GARBER TRUST
170 FRONT ROYAL PIKE
WINCHESTER, VIRGINIA 22602
(540) 667--4723
OWNER'S CERTIFICATE
hereby certify that the property contained in
this Subdivison is with free consent and in accordance
with the desires of the undersigned owners, proprietors
or trustees,
Date
s
APP ()V %)
gilben w. clifford & associt tes inc. qL
t
Engineers Land Planners Surveyors
150'=C Olde (Greenwich Dr 200 North Cameron St:
Approved by Frederick County Zoning Administrator
9/-z 7/9
Site .Plan Approval Valid for 5 Years From Date Shown Hence Date
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
PHONE: (703) 898-2115 PHONE: (540) 667-2139
FAX: (703) 898-2115 FAX: (540) 6C5-0493
REVISED 6-8-99 PER OWNER
S /T1`7 U
AlAr, 2 4 1999
DEPT, OF PLANNING/DEVELOPMENT,
Project Number:
Sheet Number 1 of 7
1
.
F/
1
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EX. TRAFFIC
SIGNAL LIGHT O J I i
0
SITE DEVELOPMENT SUMMARY
B R L PROPOSED USE RESTAURANT
SITE ADDRESS 120 COSTELLO DRIVE
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THE PRICE COMPANY TM ID 64-8-3
DE 829 - P 487 EXISTING LOT AREA 2.0088 AC.
ZONED: B2 ZONING B-2
L 0 r USE.- RETAIL SALES CURRENT USE VACANT
TM 64 (8) PCL. 1
SETBACKS:. ...........
+ i I PROVIDED
I I REQUIRED
N 5 2 °3 3' 5 8"
FRONT RTE. 522) 0' 99.57 +
(COSTELLO
FRONT DR.) 35' 132.5 FT.+
- - - - = SIDE 0'
- -- ---- -- REAR 0' Z
J Q PARKING SETBACK 5' 5' o
� �� STELL0 09II�E - 80 � z
10 -�- b 0 � 11 + 0 0 12 + � ` - MAX. BUILDING HGHT. PERMITTED 35 FT.
`. �I 11 MAXIMUM BLDG. HGHT. PROVIDED 21 FT. p � t)
z
private goad - - Z ��
/ FLOOR AREA � - 9,952 SF W Z Z
35 M.P.H. POSTED SPEED 1 4+ �� FAR 113 ac o
�- - - - -- - - - \- - - - - ---\ - - - - - \ PARKING w o w
w
EDGE OF PA VEMENr RESTAURANT USE (1 PER 100 S.F.) 100 (REQUIRED PER ORDINANCE) Z o
3 Of �-) z
HANDICAP SPACES REQUIRED 5 Cr-' CK � Z
SIGHT DISTANCE 31GHT DISTANCE HANDICAP SPACES PROVIDED 5 o a o
1717' TOTAL SPACES PROVIDED
150 N n
350 LOADING SPACES REQUIRED 0 (1 PER 10,000 SF FLOOR AREA) � � � af
L=68.44' 1 105.44
Q Imo. V CH0=6322' I PROPO ED 5' SIDEWALK �` 'J LOADING SPACES PROVIDED 1
>>s, LATCH EXISTING �,`� LANDSCAPED AREA REQUIRED 25'� 0.46 AC.
W HANDICAP RAMP .1 _ ( )
\ ; 5 SIDEWALK s 33 �: EC -1 1 284.99' IRs LANDSCAPED AREA PROVIDED(25.5�) 0.48 AC. o
\ l i _ _ _ _ _ _ _ _ _ _ _ _ EX 10' SHENAN00Ah AS (tWPANY EASEMENT (DO 929-P6 161q) J
�• 0 I ---— ----- =— --- -- --------�---� -- -- DISTURBED AREA 2.OAC. g
W oc; _ _ 06
(\ ` 1 ��- — — — — — 5' PRKING SETBJrCK - - - -
EX. TRAFFIC LIGHT \ - - - - - NO STEEP SLOPES, WOODLANDS, FLOOD PLAINS, WETLANDS SINKHOLES N ,
O ' SWITCH BOX : C5 OR OTHER ENVIRONMENTAL FEATURES EXISTING ON THIS SITE.CL
V a N
4 PROPOSED FT. WATER •� U
_ SED 30 ER NO OUTDOOR STORAGE PROPOSED Q
Q TRAFFIC LIGHT 10' -
AND SEWER EASEMENT T �i
SWITCH BOX ?,5' M1N --� 3' 9.50' 11 space 13 space
a / P 35 a 1LD/Nc SEBBAc u F — 9 50 R — — — — ALL UTILITIES SHALL BE PLACED UNDERGROUND .Cd : 8 ,� a
— — — — -,G— — — — D N
U > _ ... - ..\ .... _ - - - - - SI NS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. v Co 3 w
r S r7 PROPOSED P ESTAL SIGN .. _
1
.... MAXIMUM SIGN HEIGHT FT MAXIMUM �
MAX HEIGHT= 5 F(. �; 12.00' .........: I SIGN AREAPER \ LINES, U S G E 35 U •
- I
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MAX. AREA- 150 SQ. FT. -
::GROVIDE CG-�2 g I RESERVED FOR FUTURE CROSS -EASEMENT A SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
..........•.... .........
1 D.oO' . . . . . . `� ACCESS IMPROVEMENTSTH AT °D
BENCHMARK ......... REQUIREMENTS OF THE F
. .E REDERICK COUNTY ZONING ORDINANCE. L
NAIZ 11V WPP ,�991 BY OTHERS
�\
�6.3t TIME OF DEVELOPMENT OF LOT 4.
I m
ELEV. - 7t �
26.3g'
„1; m \ 2 FT. FCSA WATER EAS ENT -- — - ---- ---- --- - _ - ,
1 Q 3 spa es . 2 :.... LEGEND-----
I "ONE-WAY 1
DO NOT ENTER" Qcl� - I 5' PARKING SETBACK PROPOSED CURB & GUTTER J
SIGN I J Z -- ry -^ I I I I I \ I I PROPOSED CURB & REVERSE GUTTER ! •
R=1379.40'
L = 51.99'
CHD=51.99' _
9RG=N4755 42'E
1
HANDICAP RAMP
ITV
I--. J I
L\ 5 WALK fla a . ' '� C5.b 19.0' 19.0' 22.0'
.N WALL£ T • T T T -y-
1 0'
r-----------B.11"SS-- NDLZ--- --------RL-WAI-- --------------- zz
(43
--
POLE MOUNTED HANDICAP PARKING "TO -GO EXPRESS" SIGNS a� (J� N
Q SIGNS INSTALLED PER VIRGINIA
W O Q STATE CODE SECTION 36-99.11. ON WOODEN POSTS.
4 o FIRE LANE R,EQUIR SET 3' BEHIND FACE OF CURB. (1 OF 4) WOK " �� -
\ FIVE REQUIRED
( ) PAVE NT
GC-11M.4.2 -LEFT HAND EXIT DOOR > : -
\ 18. 18.0018.
Q O ' � BUILDING AREA = 9,952 S.F. ,_ N. 5•
SEATING = 348 DOUBLE -SA NG GATE
o Q o -- 6" C FILLED
o \,o F.F. ELEV. 725.00 r Pi BOLLARD _.
MAX. BLDG . HEIGHT PERMITTED= 35 FT. I
r MAXIMUM BUILDING HEIGHT= 21 FT.
ti
BUILDING USE: RESTAURANT
CY TRASH COMPACTOR
1 111.74 o, 6
8' HIGH CHAIN UNK
I I
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FENCE W/ VINYL
F
, EXIT `;'' I �
RECEIVINGlk \ SLATS I _RE0.) I
ti LROOF P 0 TION -- ---- --- S5 -- I
.5, U,. CONC WAEK -
T.
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5.7g' r PIPE BOL
" " END CURB o
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L I TEL GAS 6 w TEL GAS +t s w GAS 6W
ELLE -------- -----------_=
u, -- :+- -- -- N 523358' W __ -- -_- -- -- 775.99' -_ -- -_ -- -- -- - _- -- --
g Q 5' PARKING SETBACK
WINCHESTER MEDICAL CENTER, INC'
' DB 807 - P 231
Il ZONED: B2
USE: OFFICES
I/ TM 64 (A) PCL. 4J
aWphIlosoWIF
20 10 0 20 40
IN FEET
1 inch = 20 ft.
V5 5ZY - H 4tSL
ZONED: B2
USE. VACANT
TM 64 (8) PCL i (REMAINDER)
PROPOSED EASEMENT AREA
— ——__
� Y W
• PA
� It > LLw
PROPOSED CURB
EXISTING CURB
I q
ZONING BOUNDARY
Z&—
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ITE TRIP GENERATION 6" ED. ESTIMATES _ LUUJ
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THAT THIS SITE AT FULL DEVELOPMENT Q w o w
WOULD GENERATE 1297 TPD.
00
FIRE LANES TO BE MARKED --------
PRE FREDERICK COUNTY FIRE
MARSHALL REQUIREMENTS. Q
BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND
SECTION 303.0 USE GROUP A-3 ASSEMBLY OF THE BOCA NATIONAL BUILDING CODE 1996.
OTHER CODES THAT APPLY ARE CABO/ANSI A117.1 1992. AN A/E SEAL IS REQUIRED ON
BUILDING PLANS FOR USE GROUP A-3.
PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT,
THE COSTELLO DRIVE SUBDIVISION STORM SEWER SYSTEM, W Q
DETENTION POND AND VDOT STREET SIGNAGE SHALL W
BE INSTALLED. C
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CONC. v
FL UME
W
SCALE- 1 =20'
DRAWN BY: RAM
PROJECT NO.
DATE 5124199
SHEET-2 of 7
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CURB INLET-
TOP= 726.39
r' INV.=720.58
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POWER
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HANDICAP RAMP
GRATE INLET
TOP=728.11
INV.=725.29 !
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CURB INLET TOP=723.20
. , INV. OUT=716.80
STELLO PRIVE 50,11� -�-00 12+ .
Private goad
I I' Rf = 724.98 �
I I V.=718.12 35 M.P.H. POSTED SPEED
9F PA CEMENT EX. STR 5( DI-3B)
Q I FL RIM = 721.55 PROP. �. 4 EXIST. SAN. MH 5D
TYPE: DI-3B
PROP. M. 5 TYPE: DI-3C INV. IN = 717.10 C6
I 1 INV. OUT = 717,10 C5 Rite = 722.75
/ " I INV. OUT = 709.43 TYPE: DI-36 / C
6" INV. IN= 709.65
'I r -
�'� 5' SIDEWALK
I
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LIGHT FIXTURE (TYP.)
,1 (WATER VALVE
BOX
1
1
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SEE DETAIL SHEET 7 OF 7
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FIRE DEPT. CORN
if
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VIGFttI��`
1- 6" GATE'V
1-FIRE HYDRANT ASS 'Y.
EX. CG-11
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CURB INLET TOP11�.25 5 20 J7
INV. OUT=711.55 �)
14+ 00
1- 8" TEE
2- 8" G.V. AND BOX
i - A 8" PIPE
1- 8" PLUG
-- -- --- -- - --- -- -- - - - - TAP BY FCSA - - -
EX. STR 6; ES-1
C5 _ -INV. = 717.50 S EX. 8" SAN. SEWER
4 I 8" PVC SDR 21
WATER AND SEWER BY OTHERS
EX. 8" SDR 21 WATER LINE
R
SOT 3
2.008 A CRES
EX. BLOW OFF HYDRANT
AND 8" PLUG
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PROP. STR. 6
QD
TYPE: DI-36
GC-11M.4.2 - LEFT HAND
441
BUILDING AREA
SEATING = 348
= 9,952 S.F.
_ Ln.
-- -
F.F. ELEV. 725.00
4" FIRE SERVICE
GREASE TRAP
DUMPSTER DRA-
-
P
PLACE DOUBLE CHECK
SIZE AS PER HEALTH
HOOK-UP
R
DETECTOR IN BUILDING
DEPT. REQUIREMENTS
r
1- 6"x4" REDUCER
4" SEWER
;
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5 0 CONC. WALK
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EX 6" WA ER LINE
2" METER SETTING WITH 1 1 /2" WATER SERVICE FOR
1 1 /2" METER IRRIGATION SYSTEM HOOK-UP PROP STR 3
CLEANOUT (TYPICAL). REQUIRED TYPE: DI-1
AT 50' MAXIMUM INTERVALS 6" SAN. SEWER
Gf�APH/CSCALE
20 10 0 20 40
--
( 1N FEET )
1 inch = 20 ft.
I I
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L __) 1-FIRE HYDRANT ASSEMBLY
f I 1-8"x6" REDUCER
TYPE: DI-3C
LEGEND
UTILITY PEDESTALS
[j] DO
EXISTING STORM DRAINAGE & STRUCTURE
❑
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED WATER MAIN
-* wo---
EXISTING WATER MAIN
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE & BOX
w o--
PROPOSED CURB & GUTTER
EXISTING SAN. SEWER AND MANHOLE
PROPOSED SAN. SEWER AND MANHOLE
PROPOSED UNDERGROUND ELECTRIC SERVICE
- ELEC
PROPOSED UNDERGROUND TELEPHONE SERVICE
TEL1
PROPOSED GAS SERVICE
GAS I
ALL DOWNSPOUTS TO CHANNEL
TO ENCLOSED STORM SEWER
SYSTEM.
CULVERT
FROM
TO
LENGTH
SLOPE
HEIGHT, B
WIDTH, W
POINT
POINT
INV. IN
INV. OUT
(FT)
(FT FT)
IN
IN
NOTES
1
STR 1
EX. DI
715.00
714.20
21
0.038
15
15
RCP
2
STR 2
STR 1
716.00
715.00
141
0.007
15
15
RCP
3
STR 3
STP, 2
720.00
716.20
134
0.028
15
15
CA
4
STR 4
STR 1
718.40
715.00
43
0.079
15
15
CMP
5
STR 5
STR 4
719.20
718.60
43
0.014
15
15
CMP
6
STR 6
STR 5
720,75
719.40
144
0.009
15
15
CMP
Storm Inlet Summary, and Sump Inlet Uepth and Spread Calculation
Sir. No.
From
Inv. In
Inv. Out
Inv. In. Top Ely.
Type
Throot(ft)
1
X
715.00
715.00
715.00 721.85
DI-3C
8
2
D
716.20
716.00
--- 720.20
DI-3C
6
3
E
---
720.00
--- 722.50
DI-1
---
4
A
718.60
718.40
--- 722.75
DI-38
6
5
B
719.40
719.20
--- 723.45
DI-3C
6
6
C
---
720.75
--- 724.75
DI-3C
6
2- 6"-45' BENDS
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DRAWN BY RAM
PROJECT NO.
DATE: 5124199
SHEET 3 of 7
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I
ii � � ---------- CO3TELLO DRIVE - 609 91W -
� (private Load)
35 M.P.H. POSTED SPEED
i
C `J
5 SIDEWALK EX. CG-11 o
- — -- --- -- -
4 �j
RL
WWI
-- � LOT 3
2 008 ACRES
� a
I I
I I
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FIRE EATUE ---�.
ON AHVd nn
------------------------------ -=r 38d 2I OC i -,
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-----------e ars---------L------------- euUrs------------------
r L
1 '
° 1 �
\
GC-11M.4.2 - LEFT HAND
BUILDfNG AREA = 9,952 S.F.
�.� SEATING = 348 � � �� : � � �• .
F.F. ELEV. 725.00 (' _
/ \�\ to / e —
Im 0
J
AL
CgNC: WALK
6`W 6'W 61N
T L I TEL' GAS TEL GAS — e
3" -- _ -- — 5�-----~— 6"
-- 3
6
�\
4I-:to
0WRI1/60SCALE
20 >G 0 20 40
(iNFEETJ
1 inch = 20 ft.
N 52033
Prune codominate leaders
Prune rubbing or
cross branches
DO NOT stoke or wrap
trunk unless necessary
Remove all tops and labels
Cut away all baling ropes
Remove top of wire basket
PARKING LANDSCAPING
PARKING LOT PERIMETER
1250'
PERIMETER TREES REQUIRED
31
INTERIOR TREES REQUIRED
15
TOTAL TREES REQUIRED
46
TOTAL TREES PROVIDED
50
PARKING LOT LANDSCAPING REQ'D.
5%
PARKING LOT LANDSCAPING PROVIDED
6.5%
Widen and score hole wall
Remove container and cut circling Leave solid soil pedestal — do
roots if container —grown, or as much
not dig deeper than ball depth
burlap as possible if field grown
Dig hole 2-3 times root ball width
TREE PLANTER DETAIL
no scale
SEEDING NOTES
DO NOT prune terminal
leader or branch tips
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
2"-3" mulch kept away from trunk
Soil well to contain water
—UNAMENDED bockfill soil
—Partially backfill, water to
settle soil, finish backfilling
—Area for water drainage
Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil
and be seeded as follows:
200 Ibs Tall Fescue per ac.
12 lb. Annual Rye pper ac.
1000 Ibs, 10-20-20 Fertilizer per ac.
2 tons agricultural limestone per ac
2 tons straw mulch per ac.
Permanent seeding will occur as the final phase of construction
Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not
yet at final grade shall be as follows:
60 Ibs German Millet per ac. (May through September)
60 lb. Annual Rye per oc. (October through April)
450 tons 10-20-20 Fertilizer per oc.
2 tons agricultural limestone per ac
2 tons straw mulch per ac.
Seeded areas to be watered and cared for as necessary to provide grass emergence.
PLANTING SCHEDULE
BOTANICAL
COMMON NAME
MINIMUM SIZE (AT TIME OF PLANTING)
MAXIMUM SPACING
QUANTITY
QUERCUS PALUSTRIS
PIN OAK
2" CAL. ® 6" ABOVE GROUND
AS SHOWN
27
CRATAEGUS PHAENOPYRUM
HAWTHORNE
2" CAL. @ 6" ABOVE GROUND
AS SHOWN
23
'
ILEX CRENATA
JAPANESE HOLLY
36" HIGH
3.5' TO 4' ON CENTER
71
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SCALE: 1 "=20'
DRAWN BY: RAM
PROJECT NO.
DATE: 5110199
SHEET 4 OF 7
2
10+ �)o
CV
Ikj
c)
CURB INLET —
TOP = 726. ' 59
iNV.=720.58
1 7`
If
cz)
PQWER F
If
B
A
BRL
,p
... ...... .
1 1+00 �?+
x x + 1�t x
B_ I
INV. ltNV. f= 716.80
IV,
-7r i_j!_J
r7
lf�
-- — ----+
7
4--
14
T
7.
7 71; J V 4 1-1
L
I-f
i Ley t�'
CURB INLJET TOP 21
!INV. OUT-711.55fT. 5 2 03 35 8'
SL
it,0103 1"ELL J n91V&EW - 00' FAY
(f,?rivat;e goad) EX. �O
Pl
Q0
14400
35 M.P.H. F�,CJSTED SPEED
x is
C Of PA VEMEN T
TEMPORARY SEDIMENT TRAP
ZN
fy-)
cn
INV. = 719.50
+
00+t 00+c
728 C 72E..
T Q 722-90
w
s, EX. 6" WATER LINE
IN w...... ...............
. . ...... ......... .... ....... ................
....................
..................................................
Q-
................... .................................... .... . .
HANDICAP RAMP_Ap
--��ry
WATER *;t' F
A-
CIO/vc.
FL UMF
INV. 722.19
GRATE I
ToP=723.11
INV.=725,29
#
IOWA VA C SO, 4Z E
20 10 0 20 40
I
IN faT
1 inch = 20 ft.
-LEGEND
PROPOSED CURB & REVERSE GUTTER
EXtSTNG STORM DRAINAGE & STRUCTURE
PROPOSED STORM DRAINAGE & STRUCTURE
PROPOSED CURB & GUTTER
DRAINAGE FLOW
EXISTING GRADE
PROPOSED GRADE
PROPOSED EASEMENT AREA
PROPOSED SILT FENCE
CONSTRUCTION ENTRANCE
RIP RAP CHANNEL LINING
SILT FENCE INLET PROTECTION
��!G�
ORIGINAL GROUND
ELEVATION
HaGw VS WlamL_8EwmdEm
I , I
CROSS SECTION OF QLM.Er
14—
DIVERSIO
DIKE
N. T-1
'COARE
AGGREGATE
FILTER
TER CLOTH
EXCAVATED
AREA
COARSE AGGREGATE SHALL BE VDOT #3. #357, OR #5
TEWORMY SEDIMENT TRAP,
VM 3.13-2
NOT M SCALE
S El TRAP A
OUTLET WEIR LENGTH, A
20.0
TOP BERM WIDTH, W
2.0
RIP RAP TOP WIDTH, B
H
HEIGHT TO OUTLET BOTTOM, Ho
1.0
HEIGHT OF BERM, H
2.0
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SCALE:
DRAWN BY: I'FA V
PROJECT NO.
DATE.
SHEET 5 oF7
0
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0 732 i-' _ _ _-- __ _ _ _._ ._ _. _---___-- _ _ . _. - - __.- . i ---- - 732
�
18.5' 19' 22' 19' 19' 22' 20' 11.5'
PARKING ACCESS PARKING PARKING ACCESS PARKING I I I I I
PROPOSED RESTAURANT
F.F. ELEV. 725.00
W CONC. SIDEWALK
z
CL
! I
- -- $ -- -- - - - ? 7M 5
1 1 � `
COSTELLO DRIVE s Er. CONC. wAIX i o
Of
cl—
U
_ — f
2" SM 2A Ho 0
1 1/2" SM 2A
8" 21-B I Le
W
3" BM-2 o o ? i
f
1 1/2" SM 2A 2" SM 2A � __—_' __ - -- _
8" 21-8 720 -- - - - — --- ' ---- --- -- +----- -- - --- -- _.. - --- - - --- _------- --... - 120
7 3" BM-2 M a
8' 21-8 0 0 2
2" SM 2A
8" 21-B
f
8' 21-8 g• SCR 21 j f I 6 SpR 2� Q N
W t
U
C4- 15" RCP - ----._ - _ _ - - ---- - - - -- ---
I -
SECTION Ay _ ? - I;yy
Lo
J t0V_yJ,
W uj
Mcri
L
ro
1 cV
all as
Cn
t
a + %i ^ u) W
WoC f <o F
-7
i
710 i 710
C
w 00 r r f`
h h r M1 r r h M1 M1 h A
0+00 1+00 2+00 3+00 4+00
co
'FATE I1ATM Rom p •
GRAPHIC SCALEv $ N
�
'0" 7.5' 0 30" 60'
wm�
7 INCH = JO ft. HOR/Z. b
7 INCH = J ft. VERTCCAL
J T .
Y O
3 Z Z�
z Z = U ��CO
O w�� O_w
Q V hw0Z_
wow
0 �0
CD
PARKING ACCESS PARKING ACCESS PARKING o 6 0 Li
ii
00
U.S. RTE. 522 PROPOSED. RESTAURANT --
25' 19' 19' 22' 19' 5.58'
( F.F ELEV. 725.00 ACCESS PARKING PARKING ACCESS PARKING Q
Z
v1
O
O � �
2" SM 2A
4' CONC. WALK
W Z 8" 21-B
J av 3
x W V O
W N � J
X W r^
W 6" THICK CONCRETE SERVICE AREA W L �
q �W
2" SM 2A O p
SECTION B 8" 21-8 N
12' j
O
v
0
d
U
C'J Qf Q
SCALES 1 '=50'
W
N
DRAWN BY: J D. S.
PROJECT NO.
DATE- 5-26-99
SHEET 6 of-7
cost in place access door,
centered in top
(see note 1)
varies
2' max
at property line
(see note 2)
-1,
A
roadway box
type K copper
tubing (no joints
r-
from main to
curb stop)
saddle with
corporation
Ford FC HH 77 HC-156
2" custom setter
(meter by FCSA)
standard
flat top for
4' diameter
manhole
finished
grade
riser section
for 4' diameter
manhole
with cutouts
[4
water stop stop '*,--solid support blocks
main under custom setter
ball valve curb stop 6" stone bedding
with FIR ends, with
2" gate valve
operating nut
NOTES-
1. Access door shall be by Halliday Products
er
or our approved equal:
8"
a) in non -traffic area - model no. SIR3030
b) in traffic area - model no. HIR2424
2 Water service crossing street shall be encased
in 6" dia. SCH40 PVC or SDR21 piping. The
CUTOUT DETAIL
piping shall run from one foot beyond sidewalk,
typical
across the street, to one foot beyond sidewalk.
1 1/2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
ANCHOR POSTS SHOULD BE
WWWUW 2* STEEL V CHWL
OR 2'x2' TIMBER, 6' IN LENGTH
MMIVUM 8 FEET
HIGHLY ASABLE
FLAGGING
_USE 2'x4' LUMBER
FOR CROSS BRACING
BLAZE CW11
PLASTIC MESH
LAS
.U. IRE
TO SECURE n
USE 8'
AN BE
FENCE BOTTOM
POSTS MUST OF
1 TO A OEM
�E THAN
113 OF THE
C
IN5
No
TOTAL � I OF POST
NOTES:
I ROOT DAMAGE SHOULD BE AVOIDED.
2 M SHOULD BE MAINTAINED THROUGHOUT CONSTRUCTION,
3 DWI SHALL HE PLACED AT THE DRIP LINE OF ME
THE EXISTING TREES PRO TO ANY LAND DISTURBANCE
4 PROTECTION SHALL. BE #4 PLACE,
BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'IMAX.
FLOW
NI III•
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
TO STAKES AND EXTEND ME EXCAVATED SOIL.
IT INTO THE TRENCH.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
concrete pad 1'-6' sq. x 6" deep
screw type
adjustable valve
box
locator peg
megalugs
Lthrust 18" ,'4
block
4�. 4' WX PAL
I'R Ir SIM
UX.
ST
POST
Mk KLTS
4", 4* WOOD WA
cpe
FONYC
SECTION A
36" min.
valve megalugged
megalug
8 x 8*x 16' solid block
(for valves 12' and larger)
GATE VALVE
Figure 8
N-ft
ttYTkel
SUPE FM .1
J
I
6. Onto" SLAB W/
A
UK KS" (SEAL C011WIT
um 4"M cRmf ABSOW")
AT
E" ^7 F
Prif" OF 4)
)6'-r10"TE
0 FIJI", PNTT18 FT
PLAN VIEW
10 1/2* V
,-W ON
fJeS
FOR SM CONNIC111014S
I �.J [i�-
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
PAVEMENT
A 3' 5:1
FILTER CLOTH 6' MIN. A MOUNTABLE BERM
OPTIONAL'
SIDE ELEVATION
:XISTING GROUND
70' MIN
T
WASHRACK(REOUTRED)
10' MIN
IN
IN
EXISTING
PAVEMENT
ZVIOT
I
POSITIVE DRAINAGE
10, MIN.
COURSE AGGREGATE
TO SEDIMENT
B
TRAPPING DE VICE
MUST EXTEND FULL MOTH
OF INGRESS AND EGRESS
VIEW
OPERATIONPLAN
DC I
SECTION A -A
SECTION B-B
WUXwM AftPWVnm 111111taillilitma of MW and FAIIIIIIII: rAff Ilan SedimentSedimentCoAraLVI D9W FWK 3.05-2 SOURCE: ADAPTED from 1983 Mandand-Standards for Soil erosion and Sediment Control, and Va. DSWC Piale 3.02-1
Swood mW ynt
6" dio. schedule 40
steel pipe filled with -
concrete and pointed
Yellow
7'
did.
concrete
encasement
BOLLARD DETAIL
on of setting to be approved prior to installation
--I I
�quired rconcrete pad 1'-6" sq. x 6" deep
locator peg
?chonicaf joint
ivel tee with
branch
FIRE HYDRANT ASSEMBLY
Figure 9
-TR X sp,901 SOR 35 spigot by
TSDR LIdtV,ted
\ locator peg
�WR 21 qa3keted
Poe W'I nit"g,
TR 35 8 +4
grosktod W wy. 90y
acap
I
Plopfoy
lure
-
cow
GRAVITY SEWER SERVICE LATERAL
Figure 15
_11 - 3A - 3k-_-3 _:J
-w6d 1c .1
P-,
7.i
-,.W-
I I r
li-
� z
',0. A I'm I
III %05E XTAII 5
44M##M
:-4T`
11 I,fti 4 C., a... 1. 1.
LAN &�p
I� �, led.,
0 M.
Ti
4:IC-4,erh --e--1
-A- SECT
I
owtrlw
-
4 1 7 - - - - - -- - -
5k X"
e 7 1
e --� 5- ,lYaOaN
EA'
FRONT E-EvArloh
1
25b- .. -. 1 1
.�z
wit.
T
- 8.1.
�d «,.I..Ift ow ON- ow ~1 2 10 4 rf---•'---I
------ SECTION A -A
01-M DI-30
L
lI �-_ if __, � i ,I..- � � �. � .
t.,
The CETAk W�Fk JSF0
� I - 10 .1 1M Il." P... 't, I. AWACENT TO CURB
Ime ',. 11 11,. -foi
TIIOUT GUTTER
Sheet I of 2
STANDARD CURB DROP INLET -,SP',-CW ICL A I ]ON
121- 60" PIPE MAXIMUM DEPTH (H) 8'
JIRGINIA MRTMFNT
TATI',)N
TRANSIR
City of Winchester
Standard Utility Detail
Department at Public Utilities
1) All fire hydrants shag be traffic models,
2) Restrains can either be all thread rods (stair*,ss
stW or Meg-2-lLg flanges.
3; Lead valve shall be restrained to the main line.
4 112steamer wzzle facing roadway,
J
2'
3 WAY
FIRE Hy.RANT
AWJST48LE 'IALYE ;-0
V I`V GRICLINC
ANC OVER
It,
-U YCL ft!? S7CME
mp IN LNPA'vE: AAEAS
k J.
D.I.P
1 40
66' GATE 'VALY E
CONC -HRUST SLOCX
(2 CLI FT MIN ) THYDRAAT"
ff
Fir* Hydrant Installation
with
real
cost Iran cleanout cop with brass plug
h a countersunk square head
Paving.
Model PA45V-CSK (4
Ponello Model PA6SV-CSK (6")
r 0
L s, 0 concrete
to skid pad
20 x 20*x 12" deep
1 aggregate base
( depth 3"
cleancx,j pipe
72 L
0
Ciggirs" d,
sewsonitory SOP
or main
W ye T4r. bet
5
6" stone bud
ding
o ,
NOTE service lateral to exceeds 75'
assembly shall be furnished of the
property line.
SEWER CLEANOUT
Figure 17
LIGHT FIXTURE SUPER METAL HALIDE FUTURE, 1000 WATT WITH SIDE THROW
OPTICS MOUNTED ON
25' SQUARE STEEI. POLE.
RATED 90 MPH
h STEEL REINFORCEMENT BARS
--
All nXTURES TO BE SHIELDED
13 Sim REINFORICUM
TIES 0 1'-o� O.C.(�r
PREVW LIGHT SPILIAE
7�TOOF
SITE
LIGHT POLE 10 BE GALVANIZED STEEL
WTTH TAPERED TUBULAR SEAMLESS SHAFT
POLE 4)GHT = 18 FT
I' TOOLED EMS
POLE
LOOT POLE BASEWITH
HMO RUB FINISH ON
COVER PLATE
SURFACE OF CONCRETE
AND FILL IN "&
SMOOTH FINISH ON ALL
EXPOSED CONCRETE
Tf iT
NONSHIRINY LOAD
SURFowACES. PAW
BEARING GROUT
all ABM GRADE
it 11
AN HOR BOLTS FURNISHED
3'- 0"
Tilt
WITH LIGHT POLE. BOLT SIZE
FACE OF
PROJECTION AND BOLT
CURB I
CIRCLE PER WNUFACTURER'S
RECOMMENDATION.
1'-6' o CONCRETE BASE
13 STEEL REINFORCEMENT - --
TIES 0 1'-0, D.C.
METALLIC CONDUIT AT 2'4'
16 STEEL REINFORCEMENT
BELOW GRADE TO PANEL.
BARS
NOTE
ALL UNDERGROL1110 WIRING
TO BE IN M941JC CONDUIT
RIGID ELBOW
NOT TO SCALE
LIGHT POLE FOUNDATION DETAL
IF0, A
I li 1 14,
. I
1 it
SECDON A
MFTHOD OF TREATMENT IN DROP INLETS
NOTE
rra �I 4 01. rn f
.„ '.. r.ae, wa' z sx cede wa .•r1,-•T a• ae � ','r , /% r9 1 • • .y
001, 11
PLAN 8-0
METHOD OF TREATMENT IN MANHOLES
"`
STANDARD METHOD OF SHAPING MANHOLE St INLET INVERTS
IFIGNIA DILPARTIAEN-
11( -
T11,AVW)R'AT,ON Ic" -IT
)< 54-t
Raoo to t,4
A -1
C to b. 11
on plona� r2'•
c-b 4 9.tt.l 1
n.
Caw A3 IH.E.51 :
P -ft-11
A-J SECTION C-C
Malin -
.4- an tep"I ... ti,q
PLAN VIEW
[wag! of su +f
Dpt-elfs. Lim ch-9.
:._
- - - - - - - - - - - wh., SI'd CC I Wit
a X
------ n 01 YOOT p,.j.,tS.VI....
C-,-" ID
WX co,t,,t,0,d
P,t tkh Io. b. onitf.J I,
s
it.*
ta�,
SECTION A A A
• old 9.1W M-f b. -1-ci.al
I.y-,S th. Atth G- .ol
Wben umd conjinctf� .innSk�&,.,d
Guidelines for Grade Change D C� 9, Cin C 7 th. ;.rb I,*
St-d.4 , to b. di-t.d tp ,+ t
SAhone! ob, W.- eu,b contiqu alien.
I1,r im,we Uw MO VPO) 0 t 3 4 cc-12 for Curb R-P ftig,
1. b. .1.0 wtn two sto .kyd
1,114W. 5DO-I5w Vni s 3 7 th. -t-r. Idi.ect
L- (W.1 ti,- 500 vP0 Is I
tr uo t,%Ific,c-sidrrati- 1".'" be 2..*n to
MCreosinj t" depth of Ird)�,* proposed
7 i,
XOPOW11 fi may bo aced 1. -oo-
Optional fl-F.. I, regw ..Pnq of
Pptbn of pelt(( to Preclude ponCinq or ro'sr
Rpm
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
sea
AND COMMERCIAL ENTRANCES
C4RVU1y COMPACrED
SzLfrT a4cKna
s
24*
k
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6
A10GREGArE
SrANDA"
NOT rO SCALE
TRENCHING AND BEDDING DETAIL
4'
LG-6
The bottom of the curb and
gutter may be constructed
This area may be concrete
parallel to the slope of stk-
of the option of the contra IX,
surface courses provided a
P**Ium depth of 7' Is
This curb is to be used when
maIrtained.
design speed is 40 14PH or less
on Ural Highways and 45 NPH or
less in developed urban subuI,ban
areas.
Note, Comb. curb gutter having it radlus
of 3M' or less (along face of curb) shall
be paid for as radial conbination curb &
gutter.
This Item may be precast or cost In place,
Concrete to be Class A3 If cost In place,
40W PSI It precast
SPECIFICA TI
REFERENCE COMBINATION 6' CURB & GUTTER
105 VIRGINIA PlEPARTMENT
--
all
-TRANSPORTATION___ 201.03
,,W. art I. im, w- dad
7 FI- -T.men NOTES
+ 00
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SECT104N A -A
h.#0 poe II how to,
PLAN & 4 C�I P.- 2' COW.RfTE QJANTiTIES FOR WIN OFPTH IN ", 't,. I--
2-aPf- L440C10III, CWMIC S", W V,4.1 -U, k I,- NrdN
4' weep hp. -h W-12, ".0- 1- 10
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�SFCTIONSTEEL--�SMTION CAS 40TE S
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40 #*N -t .,tI` I01
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10
SECTION T, -A
I. APPROXIMATE WEIGHT
COWNIslows FOR
\C�IRI`ft ONLY
DETAILS OF COLLAR AND GRATE
SPECIFICATION
STANDARD DROP INLET REFERENCE
12'-24 PIPE MAXIMUM DEPTH(H)=10'
RrtN!A I,)1EPARTMEN-
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TRANSPORTATION
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DRAWN BY: LA D. 5.
PROJECT NO.
DATE: 5-24-99
SHEET of 7
4.
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